EP1331406A2 - Douille d'ancrage - Google Patents

Douille d'ancrage Download PDF

Info

Publication number
EP1331406A2
EP1331406A2 EP02028371A EP02028371A EP1331406A2 EP 1331406 A2 EP1331406 A2 EP 1331406A2 EP 02028371 A EP02028371 A EP 02028371A EP 02028371 A EP02028371 A EP 02028371A EP 1331406 A2 EP1331406 A2 EP 1331406A2
Authority
EP
European Patent Office
Prior art keywords
anchor sleeve
mortar
anchor
sleeve
anchoring
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP02028371A
Other languages
German (de)
English (en)
Other versions
EP1331406B1 (fr
EP1331406A3 (fr
Inventor
Amir Assadi
Rainer Jakob
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fischerwerke Artur Fischer GmbH and Co KG
Original Assignee
Fischerwerke Artur Fischer GmbH and Co KG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Fischerwerke Artur Fischer GmbH and Co KG filed Critical Fischerwerke Artur Fischer GmbH and Co KG
Publication of EP1331406A2 publication Critical patent/EP1331406A2/fr
Publication of EP1331406A3 publication Critical patent/EP1331406A3/fr
Application granted granted Critical
Publication of EP1331406B1 publication Critical patent/EP1331406B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B13/00—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
    • F16B13/14—Non-metallic plugs or sleeves; Use of liquid, loose solid or kneadable material therefor
    • F16B13/141—Fixing plugs in holes by the use of settable material
    • F16B13/146—Fixing plugs in holes by the use of settable material with a bag-shaped envelope or a tubular sleeve closed at one end, e.g. with a sieve-like sleeve, or with an expandable sheath

Definitions

  • the invention relates to an anchor sleeve for anchoring an anchor rod in one Borehole by means of mortar with the features of the preamble of claim 1.
  • Such anchor sleeves are known per se. They are often designed as so-called. Sieve sleeves, d. H. its peripheral wall is formed like a sieve with a plurality of holes, form the outlet openings for mortar. The holes can be even or be arranged unevenly distributed.
  • the anchor sleeves can for example Plastic or metal. Also, such anchor sleeves are known that over their entire length are covered with a kind of stocking, which is an expandable Serving forms.
  • the anchor sleeve is first inserted into a borehole, mortar is injected into the anchor sleeve and the anchor rod into the anchor sleeve introduced.
  • mortar usually resin mortar is used.
  • When injecting the Mortar and / or when inserting the anchor rod enters mortar through the outlet openings from the anchor sleeve and anchored these and the introduced anchor rod in the borehole.
  • the problem arises that by injecting the mortar and / or by inserting the anchor rod of the mortar substantially in one spent front portion of the anchor sleeve and exits there.
  • front Area a longitudinal section of the anchor sleeve, which is located at a front end or Inserting the anchor sleeve connects, with the first anchor sleeve in the hole is used.
  • a rear end of the anchor sleeve is therefore located at one Mouth of the borehole, a rear portion of the anchor sleeve connects to the rear end of the anchor sleeve.
  • Through the rear end of the anchor rod in the Anchor sleeve inserted. There is little mortar in the rear part of the anchor sleeve the anchoring is therefore bad in the rear area of the anchor sleeve. Also is a transverse support of the anchor rod in the rear of the anchor sleeve bad.
  • the Problem of the placing of the mortar in the front portion of the anchor sleeve is especially in hollow building materials such as perforated bricks, where the Mortar in the front of the anchor sleeve exits into a cavity and not from a borehole wall is retained.
  • the invention is based on the object, an anchor sleeve of the above To propose a kind of anchoring an anchor rod, especially in hollow building materials improved.
  • the expandable sheath is only part of a length of the Anchor sleeve provided.
  • the envelope reduces the escape of mortar in the Area of the anchor sleeve, in which the enclosure is provided, whereby the Mortar leakage in the remaining area of the anchor sleeve is increased.
  • the distribution of the mortar inside and outside of the anchor sleeve can be through the only part of the Length of anchor sleeve specifically affect existing cladding.
  • the Anchor rod In a hole stone is achieved that the Anchor rod not only in the area of a bridge of the perforated stone at the front end of the Anchor sleeve, but on all webs, which are penetrated by the anchor sleeve, anchored.
  • the anchor rod is also in the range of a web on anchored rear end of the anchor sleeve and supported in the lateral direction.
  • An embodiment of the invention provides an expandable enclosure of the anchor sleeve only in the front region, for example in the front half, before.
  • the serving reduces the escape of mortar in the front region of the anchor sleeve in particular when the front portion of the anchor sleeve is in one or more cavities located.
  • a distribution of the mortar within the anchor sleeve in the rear area and an exit of the mortar also in the rear area of the anchor sleeve achieved.
  • Another embodiment of the invention provides the expandable enclosure only in rear portion of the anchor sleeve, for example, approximately in a rear half of Anchor sleeve in front.
  • this embodiment of the invention additionally has a Mortar brake on an inner side of the anchor sleeve.
  • the mortar brake can, for example be a circumferential, inwardly standing bead or the like. The mortar builds up at the mortar brake, whereby a part of the mortar in the rear area of the anchor sleeve is retained and mortar both in the back and in the front of the Anchor sleeve exits.
  • the mortar brake can also be provided in an anchor sleeve be, which has the envelope in its front area. Also, it is possible the Provide mortar brake in an anchor sleeve without wrapping.
  • the anchor sleeve does not need to be designed in a sieve-like manner are in the area of the envelope also one or a few large outlet openings conceivable.
  • the front end of the anchor sleeve is preferably formed closed to a To avoid leakage of mortar at this point.
  • the envelope may be permeable to mortar, that is, for example, formed as a kind of stocking his. It is also possible, the envelope mortar sealing in the manner of an expandable Hose. Preferably, the wrapper is elastically expandable to allow it push back part of the leaked mortar back into the anchor sleeve. The distribution of the mortar is thereby improved.
  • anchor sleeve 10 is designed as a sieve sleeve, its peripheral wall has a tubular metal screen 12 which extends extends over the entire length of the anchor sleeve 10.
  • a metal sieve can the anchor sleeve 10, for example, a screen sleeve made of plastic or with be provided on the circumference of other openings. Holes of the metal screen 12 form outlet openings 14 for mortar 16.
  • a front end of the anchor sleeve 10 is provided with a Cap 18 closed. The front end of the anchor sleeve 10 is the end with which before the anchor sleeve 10 is introduced into a borehole.
  • a rear region 20 is an elastically expandable sheath 22 on the anchor sleeve 10 wound, the at its two ends with the anchor sleeve 10, for example connected by gluing.
  • the enclosure 22 is shown and described Embodiment of the invention, a tubular textile stump.
  • Rear Area 20, in which the enclosure 22 is located, takes in the illustrated and described Embodiment of the invention about half the length of the anchor sleeve 10 on.
  • the rear portion 20 connects to a rear end of the anchor sleeve 10, the rear end being the end of the anchor sleeve 10 which is inserted into a wellbore Anchor sleeve 10 accessible and through the one anchor rod 24 in the anchor sleeve 10 is insertable.
  • a plastic ring 26th used with L-shaped ring cross-section. From a front edge of the Plastic rings 26 are spring tabs 28 obliquely inward and forward. Of the Plastic ring 26 and in particular its spring tabs 28 center the anchor rod 24 in the anchor sleeve 10th
  • a front portion 22 of the anchor sleeve 10 has no enclosure.
  • the front Region 22 joins the front, closed with the cap 18 end of the Anchor sleeve 10 and extends in the illustrated and described embodiment the invention over about half the length of the anchor sleeve 10th
  • the mortar brake 32 is in the illustrated and described embodiment of Invention as a circumferential, inwardly standing bead formed by the Spring tabs 34 project obliquely forward and inward.
  • the mortar brake 32 narrows with its bead and the spring tabs 34 is a cross section of the anchor sleeve 10th
  • the spring tabs 34 have the function of the anchor rod 24 in the anchor sleeve 10 to center.
  • Anchoring becomes a cylindrical borehole 38 through webs 40 of the perforated brick 36 drilled and the anchor sleeve 10 is preceded by its closed, front end 18 inserted into the wellbore 38 until the plastic ring 26 at its rear end to a Outer surface of the perforated block 36 is seated.
  • mortar 16 preferably a Synthetic resin mortar, injected into the anchor sleeve 10.
  • the anchor rod 24 in the Anchor sleeve 10 is inserted, wherein the anchor rod 24 by the spring tongues 28, 34 of the Plastic rings 26 and the mortar brake 32 in the anchor sleeve 10 is centered.
  • the Anchor rod 24 is for example a threaded rod. When inserted shifts the Anchor rod 24 the injected into the anchor sleeve 10 mortar 16 forward and displaced the mortar 16 from the anchor sleeve 10. When injecting and / or during insertion of the Anchor rod 24 enters the mortar 16 through the holes 14 forming the outlet openings of the peripheral wall of the anchor sleeve 10 forming metal mesh 12 to the outside.
  • the mortar 16 widens the envelope 22 in a balloon shape Hollow chamber 42 of the perforated block 36 and anchored by the anchor sleeve 10 in Perforated stone 36.
  • the mortar brake 32 jams the mortar 16 when injecting and inserting the Anchor rod 24 in the anchor sleeve 10, the mortar brake 32 holds a portion of the mortar 16 in the rear portion 20 of the anchor sleeve 10 back. This ensures that the Mortar 16 not only in the front portion 30 of the anchor sleeve 10 exits, but also in the rear portion 20, the envelope 22 balloons.
  • the anchoring of the Anchor sleeve 10 in the perforated brick 36 is thereby improved. Furthermore, the Mortar brake 32 that a portion of the mortar 16 in the rear portion 20 of the anchor sleeve 10th is retained so that the anchor rod 24 over the entire length of the Anchor sleeve 10 is embedded in the mortar 16. In addition, the enclosure 22 pushes due to their elasticity, the mortar 16 partially back into the anchor sleeve 10 and causes thereby a good embedding of the anchor rod 24 in the mortar 16 and a distribution of the mortar 16 over the entire length of the anchor sleeve 10.
  • the anchor sleeve 10 When anchored in a wellbore in a solid construction material, such as concrete (not shown), the anchor sleeve 10 according to the invention also causes a Distribution of the mortar 16 over the entire length of the anchor sleeve 10 and thereby a Anchoring the anchor sleeve 10 in the borehole over the entire length of the anchor sleeve and also anchoring the anchor rod 24 over the entire length of the Anchor sleeve 10. Similarly, the transverse support of the anchor rod 24 at the rear end the anchor sleeve 10 is reached.
  • the anchor sleeve 10 shown in Figure 2 has as well as that of Figure 1, a tubular metal screen 12 as a peripheral wall on and is closed at the front end with a cap 18.
  • a plastic ring 26 In the back end of the Anchor sleeve 10 is a plastic ring 26 with an L-shaped annular cross-section and obliquely front and inside protruding spring tabs 28 used.
  • Anchor sleeve 10 from FIG. 1 is the elastically expandable sheath 22 in the case of FIG. 2 illustrated anchor sleeve 10 in the front region 30 is arranged.
  • the wrapper 22 also consists of a tubular textile stocking and is at both of them Ends connected, for example by gluing with the anchor sleeve 10.
  • the anchor sleeve 10 of Figure 2 has no enclosure.
  • a mortar brake 32 is missing.
  • the anchor sleeve 10 is inserted into a borehole 38 in a perforated brick 36 and it becomes Mortar 16 injected. Subsequently, the anchor rod 24 in the anchor sleeve 10th introduced.
  • mortar 16 is moved in the anchor sleeve 10 forward and out of the anchor sleeve 10 displaced to the outside. In this case, the mortar 16 expands the elastic sheath 22 in front portion 30 in a cavity 42 of the perforated brick 36 in a balloon shape.
  • the Enclosure 22 limits the amount of exiting mortar and enclosure 22 Due to its elasticity, the mortar 16 is partially pushed back into the anchor sleeve 10.
  • Anchor sleeve 10 causes the arranged in the front portion 30 enclosure 22 a good Anchoring the anchor rod 24 in the borehole over the entire length of the anchor sleeve 10 and a transverse support of the anchor rod 24 to the rear end of the anchor sleeve 10th
  • the enclosure 22 is preferably permeable to mortar as the textile stocking used in the two embodiments, so that the mortar 16 can connect to the building material.
  • a mortar-tight casing may also be used become.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Dowels (AREA)
  • Piles And Underground Anchors (AREA)
EP02028371A 2002-01-25 2002-12-18 Douille d'ancrage Expired - Lifetime EP1331406B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10202821 2002-01-25
DE10202821A DE10202821A1 (de) 2002-01-25 2002-01-25 Ankerhülse

Publications (3)

Publication Number Publication Date
EP1331406A2 true EP1331406A2 (fr) 2003-07-30
EP1331406A3 EP1331406A3 (fr) 2004-01-07
EP1331406B1 EP1331406B1 (fr) 2005-04-27

Family

ID=7713031

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02028371A Expired - Lifetime EP1331406B1 (fr) 2002-01-25 2002-12-18 Douille d'ancrage

Country Status (4)

Country Link
EP (1) EP1331406B1 (fr)
AT (1) ATE294335T1 (fr)
DE (2) DE10202821A1 (fr)
ES (1) ES2240646T3 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3088623A1 (fr) * 2015-04-30 2016-11-02 I.Quattro S.r.l. Système de fixation des charges légères sur des revêtements isolants de murs extérieurs de bâtiments
EP2672129A3 (fr) * 2012-06-06 2017-05-03 Johann Moissl Ancre pour murs, pour la fixation d'ouvrages saillants tels que des marquises

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004031257A1 (de) * 2004-06-29 2006-01-19 Fischerwerke Artur Fischer Gmbh & Co. Kg Verbunddübel
DE102012205868A1 (de) * 2012-04-11 2013-10-17 Steelworks Gmbh & Co. Kg Dreidimensionales Objekt

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1405083A (en) * 1973-03-30 1975-09-03 Harke A Masonry plug
DE29906189U1 (de) * 1999-02-15 1999-06-17 Möritz, Wolfgang, 06110 Halle Hohlwanddübel
DE29803927U1 (de) * 1998-03-06 1999-07-08 CHEMOFAST ramcord Befestigungssysteme GmbH, 47877 Willich Vorrichtung zur Erstellung eines Verbundankers in hohlen Bauteilen

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2613178A1 (de) * 1976-03-27 1977-10-27 Artur Fischer Verankerung eines befestigungselementes
DE3225051A1 (de) * 1982-07-05 1984-01-05 Hilti AG, 9494 Schaan Duebel fuer hohlraeume aufweisende aufnahmematerialien
DE9310816U1 (de) * 1993-07-20 1994-11-24 Fischerwerke Artur Fischer Gmbh & Co Kg, 72178 Waldachtal Verblendanker

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1405083A (en) * 1973-03-30 1975-09-03 Harke A Masonry plug
DE29803927U1 (de) * 1998-03-06 1999-07-08 CHEMOFAST ramcord Befestigungssysteme GmbH, 47877 Willich Vorrichtung zur Erstellung eines Verbundankers in hohlen Bauteilen
DE29906189U1 (de) * 1999-02-15 1999-06-17 Möritz, Wolfgang, 06110 Halle Hohlwanddübel

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2672129A3 (fr) * 2012-06-06 2017-05-03 Johann Moissl Ancre pour murs, pour la fixation d'ouvrages saillants tels que des marquises
EP3088623A1 (fr) * 2015-04-30 2016-11-02 I.Quattro S.r.l. Système de fixation des charges légères sur des revêtements isolants de murs extérieurs de bâtiments

Also Published As

Publication number Publication date
DE10202821A1 (de) 2003-07-31
EP1331406B1 (fr) 2005-04-27
ATE294335T1 (de) 2005-05-15
ES2240646T3 (es) 2005-10-16
DE50202899D1 (de) 2005-06-02
EP1331406A3 (fr) 2004-01-07

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